HomeMy WebLinkAboutR-3372218
REVISIONS:
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PORTION OF THE S 114, S 114, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
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EXISTING GROUND
12" iR 0
EXISTING GROUND I
100' MIN.
V Y BE REDUCED TO
MIN FOR SITES WITH ,
LESS THAN 1 ACRE OF
EXPOSED I�
EXPOSED SOIL. �t
FILTER FABRIC MATERIAL 60" WIDE ROLLS.
USE STAPLES OR WIRE RINGS. TO ATTACH
FABRIC TO W1RE.
2" BY 2" 14 GA. WIRE
FABRIC OR EQUIV.
NOTES:
2' -0° 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A
SEDIMENT TRAP OR POND
5' -0' - - , I BURY BOTTOM OF
2, -6" —1 — — ='r FABRIC MATERIAL. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE
IN 8" BY 12" TRENCH LINE IS 1:1.
3
MA—II . MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO
ll ll THE FENCE OF 100 FT.
4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES
FILTER FABRIC MATERIAL SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS
6" SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE
2" BY 2" BY 14 GA. WIRE 774AT 85% OF THE SOIL CAN PASS THROUGH.
FABRIC OF EQUIV.
2' -0" 5. THE TRENCH SHALL BE BACKFILLED WITH 314" MINIMUM
5' -0" DIAMETER WASHED GRAVEL.
PROVIDE 314" - 1.5" ---� 12 ". 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE
WASHED GRAVEL BACKFILL SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
IN TRENCH AND ON BOTH SIDES W MIN. UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
OF FILTER FENCE FABRIC ON
THE SURFACE. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY
2" BY 4" WOOD POST AFTER EACH RAINFALL AND AT LEAST DAILY DURING
ALT.' STEEL FENCE POSTS. PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE
BRUSH BARRIER IMMEDIATELY.
NTS
ADOPTED
�.� CITY OF RENTON
Standard plena
1ST DATE: 12196
FILTER FABRIC FENCE DETAIL
DWG. NAME : BR21 SP PAGE : 8066
�P INLET WITH GRAIL
STAKES
FILTER FABRIC
WASHED GRAVEL
RUNOFF WATER
W17H SEDIMENT
URIED FILTER FABRICS f 8—I
NOTES- • • -• -- FABRIC
1. EXTEND THE FILTER FENCEIMRE MESH BEYOND THE INLET OPENING
AT LEAST 18" ON ALL SIDES.
2. PLACE 314" TO 3" GRAVEL OVER THE FILTER FABRIC/IMRE MESH.. THE DEPTH OF GRAVEL
SHOULD BE AT LEAST 12" OVER THE ENTIRE INLET OPENING.
J. IF THE GRAVEL FILTER BECOMES CLOGGED WITH SEDIMENT, THE GRAVEL MUST BE PULLED
AWAY FROM THE INLET AND CLEANED OR REPLACED.
AN ALTERNATIVE APPROACH WOULD BE TO USE THE CLOGGED GRAVEL AS FILL AND PUT
FRESH GRAVEL AROUND THE INLET.
ADOPTED
a a CITY OF RENTON
Standard plans
LST DATE: 12196
FILTER FABRIC FENCE INLET BARRIER
STAKE
OWG. NAME : BR22A SP PAGE : 8069.1
DOWN SLOPE V -DITCH
V —DITCH
FILTERED WATER
i
EXISTING GRADE
4'
�1
1
CROSS SLOPE V -DITCH ` IIII
15'
3
0
0
L = THE DISTANCE SUCH THAT POINTS A & B EXISTING DRIVEWAY
ARE OF EQUAL ELEVATION.
RAMP OR SITE ACCESS
2" - 4" ROCK -, ROAD
2 12 2 L 2 1 L Use 4" to 8" quarry spells or crushed rock for surfacing
,1 -j 1 24" as shown.. Material with fines is not acceptable.
-�� 2. The 100' minimum length shall be lengthened as necessary
1' SUMP "�?�a:+�� to insure material is not tracked into the public right -Of- -way.
SPACING BETWEEN CHECK DAMS ROCK CHECK DAM PLAN
NTS
NTS NTS
ADOPTED ADOPTED
• ®.CITY OF RENTON � � � CITY OF RENTON
Standard plans Standard plans
LSr DATE: I2 196 WT DATE: 12196
CHECK DAMS TEMPORARY CONSTRUCTION ENTRANCE
DWG. NAME : BR20 SP PAGE : B067
NOTE: TRAP MAY BE FORMED BY BERM OR BY
PARTIAL OR COMPLETE EXCAVATION.
SURFACE AREA DETERMINED
AT THE TOP OF WEIR. 4W.0'
WI
FLO MIN.
MIN. OVER r 1.0' MIN.
FLOW DEPTH I
6.0' MIN. WIDTH —
10' MINIMUM DEPTH OVERFLOW
•. -... •a• - mss+•'-•• H� :r -•x. M ^' POND BOTTOM vs Xi
1.5' SEDIMENT Q Illfn`.II
STORAGE 3 1 tMA %.) (MAX.) �.........
2 NATIVE SOIL OR COMPACTED
1.0' DEPTH OF 2 " -4" ROCK BACKFILL (BACKFILL TO BE
1.0' DEPTH OF 3/4 " -1 1/2" SPLASHPAD. 10' x 10' JJ COMPACTED TO 95% OF
WASHED GRAVEL. x 1' DEPTH OF 4 " -6" MAX. DENSITY.)
GEOTEXTILE FABRIC QUARRY SPALLS. GEOTEXTILE LINER
NOTES : DISCHARGE TO STABILIZED
1. SEDIMENT SHALL BE REMOVED FROM THE CONVEYANCE OUTLET OR
POND WHEN IT REACHES V DEPTH. LEVEL SPEADER.
2. ANY DAMAGE TO THE POND EMBANKMENTS
OR SLOPES SHALL BE REPAIRED.
TEMPORARY EROSION CONTROL POND OUTFALL
DWG. NAME : BR23 SP PAGE : B068
1.0' MIN. DEPTH OF 3/4 "- 1 1/2"
WASHED GRAVEL,
1.0' MIN. DEPTH OF 2 " -4" ROCK -
RETRIEVAL STRAP (SLIP
THROUGH SLOT IN GRATE)
PLACE INSERT INSIDE OF FRAME,
AND PLACE GRATE OVER INSERT
36' T0 HOLD IT IN PLACE.
GRATE 4 Q O
0 O D ° — - ► ADAPTER SKIRT (FOR
A PERFECT FIT)
24" d b OVERFLOW (TO BYPASS
EXCAVATED SOILS PEAK STORM VOLUMES)
R=337221
SEDIMENT ACCUMUTATTON��i�?�%,"
\ MAXIMUM FLOW RAZE OF 500 GPM, INSERTS WILL NOT CAUSE
PONDING. FITS ANY SIZE CATCHBASIN UP TO 30" x40 ".
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
CATCH BASIN INSERT Date py.
BY:
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rPROJECT NO.: 12007
DRAWN BY: VIC
ISSUE DATE: 12/05/06
SHEET REV.: 07/19/2012
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060851EO2- 003.DWG
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SHEET 3 OF 29
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PORTION OF THE S 114, S 114, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
ti
W
g
R/W -1 � a
U �
I } W
3�
EXISTING GROUND
12" iR 0
EXISTING GROUND I
100' MIN.
V Y BE REDUCED TO
MIN FOR SITES WITH ,
LESS THAN 1 ACRE OF
EXPOSED I�
EXPOSED SOIL. �t
FILTER FABRIC MATERIAL 60" WIDE ROLLS.
USE STAPLES OR WIRE RINGS. TO ATTACH
FABRIC TO W1RE.
2" BY 2" 14 GA. WIRE
FABRIC OR EQUIV.
NOTES:
2' -0° 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A
SEDIMENT TRAP OR POND
5' -0' - - , I BURY BOTTOM OF
2, -6" —1 — — ='r FABRIC MATERIAL. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE
IN 8" BY 12" TRENCH LINE IS 1:1.
3
MA—II . MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO
ll ll THE FENCE OF 100 FT.
4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES
FILTER FABRIC MATERIAL SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS
6" SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE
2" BY 2" BY 14 GA. WIRE 774AT 85% OF THE SOIL CAN PASS THROUGH.
FABRIC OF EQUIV.
2' -0" 5. THE TRENCH SHALL BE BACKFILLED WITH 314" MINIMUM
5' -0" DIAMETER WASHED GRAVEL.
PROVIDE 314" - 1.5" ---� 12 ". 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE
WASHED GRAVEL BACKFILL SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE
IN TRENCH AND ON BOTH SIDES W MIN. UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
OF FILTER FENCE FABRIC ON
THE SURFACE. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY
2" BY 4" WOOD POST AFTER EACH RAINFALL AND AT LEAST DAILY DURING
ALT.' STEEL FENCE POSTS. PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE
BRUSH BARRIER IMMEDIATELY.
NTS
ADOPTED
�.� CITY OF RENTON
Standard plena
1ST DATE: 12196
FILTER FABRIC FENCE DETAIL
DWG. NAME : BR21 SP PAGE : 8066
�P INLET WITH GRAIL
STAKES
FILTER FABRIC
WASHED GRAVEL
RUNOFF WATER
W17H SEDIMENT
URIED FILTER FABRICS f 8—I
NOTES- • • -• -- FABRIC
1. EXTEND THE FILTER FENCEIMRE MESH BEYOND THE INLET OPENING
AT LEAST 18" ON ALL SIDES.
2. PLACE 314" TO 3" GRAVEL OVER THE FILTER FABRIC/IMRE MESH.. THE DEPTH OF GRAVEL
SHOULD BE AT LEAST 12" OVER THE ENTIRE INLET OPENING.
J. IF THE GRAVEL FILTER BECOMES CLOGGED WITH SEDIMENT, THE GRAVEL MUST BE PULLED
AWAY FROM THE INLET AND CLEANED OR REPLACED.
AN ALTERNATIVE APPROACH WOULD BE TO USE THE CLOGGED GRAVEL AS FILL AND PUT
FRESH GRAVEL AROUND THE INLET.
ADOPTED
a a CITY OF RENTON
Standard plans
LST DATE: 12196
FILTER FABRIC FENCE INLET BARRIER
STAKE
OWG. NAME : BR22A SP PAGE : 8069.1
DOWN SLOPE V -DITCH
V —DITCH
FILTERED WATER
i
EXISTING GRADE
4'
�1
1
CROSS SLOPE V -DITCH ` IIII
15'
3
0
0
L = THE DISTANCE SUCH THAT POINTS A & B EXISTING DRIVEWAY
ARE OF EQUAL ELEVATION.
RAMP OR SITE ACCESS
2" - 4" ROCK -, ROAD
2 12 2 L 2 1 L Use 4" to 8" quarry spells or crushed rock for surfacing
,1 -j 1 24" as shown.. Material with fines is not acceptable.
-�� 2. The 100' minimum length shall be lengthened as necessary
1' SUMP "�?�a:+�� to insure material is not tracked into the public right -Of- -way.
SPACING BETWEEN CHECK DAMS ROCK CHECK DAM PLAN
NTS
NTS NTS
ADOPTED ADOPTED
• ®.CITY OF RENTON � � � CITY OF RENTON
Standard plans Standard plans
LSr DATE: I2 196 WT DATE: 12196
CHECK DAMS TEMPORARY CONSTRUCTION ENTRANCE
DWG. NAME : BR20 SP PAGE : B067
NOTE: TRAP MAY BE FORMED BY BERM OR BY
PARTIAL OR COMPLETE EXCAVATION.
SURFACE AREA DETERMINED
AT THE TOP OF WEIR. 4W.0'
WI
FLO MIN.
MIN. OVER r 1.0' MIN.
FLOW DEPTH I
6.0' MIN. WIDTH —
10' MINIMUM DEPTH OVERFLOW
•. -... •a• - mss+•'-•• H� :r -•x. M ^' POND BOTTOM vs Xi
1.5' SEDIMENT Q Illfn`.II
STORAGE 3 1 tMA %.) (MAX.) �.........
2 NATIVE SOIL OR COMPACTED
1.0' DEPTH OF 2 " -4" ROCK BACKFILL (BACKFILL TO BE
1.0' DEPTH OF 3/4 " -1 1/2" SPLASHPAD. 10' x 10' JJ COMPACTED TO 95% OF
WASHED GRAVEL. x 1' DEPTH OF 4 " -6" MAX. DENSITY.)
GEOTEXTILE FABRIC QUARRY SPALLS. GEOTEXTILE LINER
NOTES : DISCHARGE TO STABILIZED
1. SEDIMENT SHALL BE REMOVED FROM THE CONVEYANCE OUTLET OR
POND WHEN IT REACHES V DEPTH. LEVEL SPEADER.
2. ANY DAMAGE TO THE POND EMBANKMENTS
OR SLOPES SHALL BE REPAIRED.
TEMPORARY EROSION CONTROL POND OUTFALL
DWG. NAME : BR23 SP PAGE : B068
1.0' MIN. DEPTH OF 3/4 "- 1 1/2"
WASHED GRAVEL,
1.0' MIN. DEPTH OF 2 " -4" ROCK -
RETRIEVAL STRAP (SLIP
THROUGH SLOT IN GRATE)
PLACE INSERT INSIDE OF FRAME,
AND PLACE GRATE OVER INSERT
36' T0 HOLD IT IN PLACE.
GRATE 4 Q O
0 O D ° — - ► ADAPTER SKIRT (FOR
A PERFECT FIT)
24" d b OVERFLOW (TO BYPASS
EXCAVATED SOILS PEAK STORM VOLUMES)
R=337221
SEDIMENT ACCUMUTATTON��i�?�%,"
\ MAXIMUM FLOW RAZE OF 500 GPM, INSERTS WILL NOT CAUSE
PONDING. FITS ANY SIZE CATCHBASIN UP TO 30" x40 ".
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
CATCH BASIN INSERT Date py.
BY:
co 52
uj OD
O
�3 p
_ U
ui
�Z� .. �mW
O OW
,65a, laL�3a.
bQ U
ITI
U oD
.2
0
U
W A 10 °°
W
�a
3
G
r
J N
CL
2 X
Q F IaQL�
ILWf N
2 N
MOD I
>n
co
a 0 it
7WQ`'
W O 01 UP 111
M pt �1<0
LL 1LUm��
rPROJECT NO.: 12007
DRAWN BY: VIC
ISSUE DATE: 12/05/06
SHEET REV.: 07/19/2012
\ I
060851EO2- 003.DWG
CO3
SHEET 3 OF 29
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